Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 1,44,97,000
Costs
EMD
₹ 1,08,728Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
159564Tender No
159564Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and nloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
787.01
74766
95
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
787.01
62961
80
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
7890.41
1759560
223
Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having .R.8 (unless specified otherwise in the contract) obtained m borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
4745
1186250
250
Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
A Plant mix method (with Mechanically crushed stone only)
(b) For Sub-base cum drainage layer or upper sub-base with
(i) Grading-V Material
1243.05
1705465
1372
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with ter at OMC in mechanical mix plant carriage of mixed erial by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared face and compacting with vibratory roller to achieve the ired density as per clause 406.)
1339.88
1921381
1434
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared
surface of granular Base including clearing of
road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.
5352
342528
64
Tack coat Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (II)granular surfaces treated with primes @ 0.30kg / Sqm
5352
90984
17
Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant usin g crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) (B) With mechanical paver finisherii) (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
267.6
1673838
6255
Close Graded Premix Surfacing/Mixed Seal Surfacing
(Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required
level and grade, complete as per clause 508) With mechanical paver finisher Type B ( 13.2 mm to 0.09 mm size aggregates )
5352
781392
146
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.
B With Smooth wheeled roller
789.75
218761
277
Excavation for Structures (Earth work in excavation of foundation
of structures as per drawing and technical specification, including
setting out, construction of shoring and bracing, removal of stumps
and other deleterious matter, dressing of sides and bottom and
backfilling with approved material.)
Ordinary soil
Up to 3 m depth
220.63
32212
146
Providing and laying Reinforced Cement Concrete pipe NP 3 /
prestressed concrete pipe on first class bedding. (Laying
Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing
collar with cement mortar 1:2 but excluding excavation, protection
works, backfilling, concrete and masonry works in head walls and
parapets).
B 600 mm dia
12.5
32713
2617
Plain cement concrete complete as per drawing and Technical
Specifications
PCC Grade M 15
221
832713
3768
Providing and laying Pitching Stone/Boulder on slopes laid over
prepared filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications as per clause 2504.
52.82
127452
2413
Providing and laying Filter material underneath pitching in
slopes complete as per drawing and Technical specification
including trimming of slopes to proper profile and preparation of
bed and as per clause 2504.
35.21
73208
2079
Construction of RCC Drain/Cover/Chamber
(ii) Construction of RCC drain/chamber cover, placing in position,
providing shuttering and concreting by using concrete mixer,
compaction by vibration etc complete as per drawings and technical
specifications excluding reinforcement.
with RCC M-20
85.05
352617
4146
Construction of RCC Drain/Cover/Chamber
(iii) Supplying, Fitting and Placing un-coated HYSD bar
Reinforcement in drain/cover/chamber complete as per Drawing
and Technical Specifications.
6.8
382847
56301
Construction of RCC open drain
(ii) Construction of RCC open drain 0.60m x 0.60m inside
dimension lined with 120 mm thick RCC M-20 walls, 120 mm
thick CC M-20 foundation, over 100 mm thick (Av) leveling course
in PCC M-15 including excavation , dressing of sides and bottom,
provision of HYSD reinforcement consisting 8 mm dia horizontal
bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150
mm c/c (L= 800 mm) including cutting , bending and binding wire,
placing in position , providing shuttering and concreting by using
concrete mixer, compaction by vibration etc complete as per
drawings and technical specifications.
900
2332800
2592
Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry,
cement concrete, wood work, steel work, including T&P and
scaffolding wherever necessary, sorting the dismantled material,
disposal of unserviceable material and stacking the serviceable
material with all lifts and lead up to 1000 meters and as per
relevant clauses of section-200 in.
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20
40.5
14094
348
(ix) Removing all type of hume pipes and stacking within a lead up
to 1000 meters including earthwork and dismantling of masonry
works around pipes.
A Up to 1000 mm dia
7.5
3000
400
Providing and laying Reinforced Cement Concrete pipe NP 3 /
prestressed concrete pipe on first class bedding. (Laying
Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing
collar with cement mortar 1:2 but excluding excavation, protection
works, backfilling, concrete and masonry works in head walls and
parapets).
D 1000 mm dia
40
221120
5528
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(ii) Ordinary Kilometer stone (Precast) (1+7)
2
2920
1460
Hectometer stone (Precast)
5
2050
410
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC :67-2012 made of retro-reflective type sheeting and vide ause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos. mild steel angle iron posts of size 75 mm x 75 mm x 6 firmly fixed to the ound with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) C Made of class - A High intensity Micro prismatic grade Sheeting of Type 1 (for ODR &Village Road)
6.48
52585
8115
Direction and Place Identification signs upto 0.9 sqm size board.
(Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
C made of class A high instensity miccro prismatic grade sheeting of type I (For ODR and Village Road)
1.62
12911
7970
Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and ormatory sign as per IRC :67-2012 made of retro-reflective type ting vide clause 801.3,fixed over aluminum sheeting of quired thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly ed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60cm below ground level as per approved drawing and painting all components of the signs and supports as of IRC:67-2012) Amd 01.Dt. 12.10.15
C Made of Class -A High Intensity Super Engineering Grade Sheeting of Type II (for ODR &Village Road)
b) With Aluminum Sheeting of 1.5 mm thickness
(ii) 800 mm x 600 mm rectangular
5
22535
4507
(iii) 900 mm high octagon
2
11342
5671
Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild
steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M- 15 concrete black of size 30x30x30cm, including transportation etc. Complete. each culvert/bridge x4
16
23856
1491
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 1997. The finished surface to be level, uniform and free from streaks and holes.) zebra crossing
15
10605
707
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2 011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
20
11060
553
Total
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14497069
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Sub Divisinal Officer
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Public Works Department
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Mungeli Sub Division, Mungeli
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